Fabricated building constructional column
By setting up a connecting ring and a reinforcement mechanism in the structural column, the connection strength between the prefabricated building structural columns and wall panels is improved, the problem of insufficient connection strength in the prior art is solved, and the overall stability and bending resistance of the building are enhanced Shear performance.
Patent Information
- Application Number
- CN202420964356.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-07
- Publication Date
- 2024-12-20
- Estimated Expiration
- 2034-05-07
AI Technical Summary
The connection strength between the existing prefabricated building structural columns and prefabricated wall panels is low, and it cannot effectively enhance the integrity and stability of the building.
A connecting ring is set between the longitudinal steel bars of the structural column body, and fixedly connected with the steel bars extending from the longitudinal steel bars and prefabricated wall panels through wire binding. The concrete pours the steel bars that wrap the longitudinal steel bars, steel bar hoops, connecting rings and wall panels extending from the steel bars. , and at the same time, a reinforcement mechanism is adopted, including a connecting plate, the first and second connecting rods, so as to realize the positioning and support of the longitudinal steel bars through welding.
The connection strength between the structural columns and the prefabricated wall panels is significantly improved, and the overall strength of the structural columns is increased through the reinforcement mechanism to ensure the bending and shear resistance of the building.
Smart Images
Figure CN222206970U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of assembled buildings, in particular to an assembled building structural column. Background Art
[0002] Structural columns refer to reinforced concrete structural columns that should be installed in the walls of multi-story brick-concrete structures in order to enhance the integrity and stability of the building. They should be connected to the ring beams of each floor to form a spatial frame that can resist bending and shearing. It is an effective measure to prevent the collapse of houses. Structural columns are set at the four corners of the exterior walls, at the junction of the horizontal walls and the exterior longitudinal walls at the staggered levels, on both sides of larger openings, and at the junction of the inner and outer walls of large rooms.
[0003] However, the current prefabricated building structural columns are directly cast with adjacent prefabricated wall panels, so that the structural columns are connected to the prefabricated wall panels only by concrete, resulting in low connection strength between the prefabricated wall panels and the structural columns. In view of the above problem, an prefabricated building structural column is proposed. Utility Model Content
[0004] The purpose of the utility model is to provide a prefabricated building structural column to solve the problems raised in the above background technology.
[0005] In order to achieve the above purpose, the utility model provides the following technical solutions:
[0006] A prefabricated building structural column comprises a structural column body, with prefabricated wall panels arranged on both sides of the structural column body. The structural column body comprises a plurality of longitudinal steel bars and concrete, and steel bar hoops are evenly sleeved on the body. Connecting rings are evenly arranged between the longitudinal steel bars, and both ends of the connecting rings extend to the steel bars extending from the prefabricated wall panels. Concrete is poured between the prefabricated wall panels, and the concrete wraps the longitudinal steel bars, the steel bar hoops, the connecting rings and the steel bars extending from the prefabricated wall panels.
[0007] As a further solution of the utility model: the steel bar hoop is fixedly connected to the longitudinal steel bar by binding with iron wire, and the connecting ring is fixedly connected to the longitudinal steel bar and the steel bar extending from the assembled wall panel by binding with iron wire.
[0008] As a further solution of the utility model: a reinforcement mechanism is uniformly fixedly connected between the longitudinal reinforcements of the structural column body.
[0009] As a further solution of the utility model: the reinforcing mechanism includes a connecting plate, the outer wall of the connecting plate is fixedly connected with a first connecting rod and a second connecting rod corresponding to the longitudinal steel bars, and the ends of the first connecting rod and the second connecting rod are fixedly welded to the corresponding longitudinal steel bars.
[0010] As a further solution of the utility model: the first connecting rod and the second connecting rod are steel bars, and the connecting plate is a steel plate.
[0011] Compared with the prior art, the beneficial effects of the utility model are:
[0012] 1. The utility model provides a connecting ring between the longitudinal steel bars in the structural column body, the connecting ring is tied and connected with the longitudinal steel bars and the steel bars extending from the assembled wall panels by iron wire, and then the strength of the connection between the structural column body and the assembled wall panels is greatly improved by pouring concrete.
[0013] 2. The utility model places the manufactured reinforcement mechanism between the longitudinal steel bars, and the ends of the first connecting rod and the second connecting rod are fixedly connected to the corresponding longitudinal steel bars by welding, so as to position and support the longitudinal steel bars, and cooperates with the steel bar hoops installed outside the longitudinal steel bars to increase the strength of the structural column body. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 The present invention is a structural schematic diagram of an assembled building structural column.
[0015] Figure 2 It is a cross-sectional view of a structural column body in an assembled building structural column.
[0016] Figure 3 The present invention is a top view of a steel reinforcement frame of a structural column body in an assembled building structural column.
[0017] Figure 4 The present invention is a structural schematic diagram of a reinforcing mechanism in a prefabricated building structural column.
[0018] In the figure: 1. Prefabricated wall panel; 2. Structural column body; 3. Longitudinal reinforcement; 4. Rebar hoop; 5. Connecting ring; 6. Concrete; 7. Reinforcement mechanism; 8. Connecting plate; 9. First connecting rod; 10. Second connecting rod. DETAILED DESCRIPTION
[0019] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0020] See also Figures 1 to 4In an embodiment of the utility model, an assembled building structural column includes a structural column body 2, and assembled wall panels 1 are arranged on both sides of the structural column body 2. The structural column body 2 includes multiple longitudinal steel bars 3 and concrete 6, and steel bar hoops 4 are evenly sleeved on it. Connecting rings 5 are evenly arranged between the longitudinal steel bars 3. Both ends of the connecting rings 5 extend to the steel bars extending from the assembled wall panels 1. Concrete 6 is poured between the assembled wall panels 1, and the concrete 6 wraps the longitudinal steel bars 3, the steel bar hoops 4, the connecting rings 5 and the steel bars extending from the assembled wall panels 1. The steel bar hoops 4 are fixedly connected to the longitudinal steel bars 3 by binding with iron wires, and the connecting rings 5 are fixedly connected to the longitudinal steel bars 3 and the steel bars extending from the assembled wall panels 1 by binding with iron wires.
[0021] When in use, a connecting ring 5 is arranged between the longitudinal steel bars 3 in the structural column body 2. The connecting ring 5 is connected to the longitudinal steel bars 3 and the steel bars extending from the prefabricated wall panel 1 by iron wire, and then concrete 6 is poured, thereby greatly improving the strength of the connection between the structural column body 2 and the prefabricated wall panel 1.
[0022] The longitudinal reinforcements 3 of the structural column body 2 are evenly and fixedly connected with reinforcement mechanisms 7 . By arranging the reinforcement mechanisms 7 between the longitudinal reinforcements 3 , the overall strength of the structural column body 2 is increased.
[0023] The reinforcing mechanism 7 includes a connecting plate 8, and the outer wall of the connecting plate 8 is fixedly connected with a first connecting rod 9 and a second connecting rod 10 corresponding to the longitudinal steel bars 3. The ends of the first connecting rod 9 and the second connecting rod 10 are fixedly welded to the corresponding longitudinal steel bars 3. The first connecting rod 9 and the second connecting rod 10 are steel bars, and the connecting plate 8 is a steel plate. The first connecting rod 9 and the second connecting rod 10 are correspondingly welded to the side walls of the connecting plate 8 to form a reinforcing mechanism 7. The manufactured reinforcing mechanism 7 is placed between the longitudinal steel bars 3, and the ends of the first connecting rod 9 and the second connecting rod 10 are fixedly connected to the corresponding longitudinal steel bars 3 by welding, so as to realize positioning and support of the longitudinal steel bars 3, and cooperate with the steel bar hoop 4 arranged outside the longitudinal steel bars 3 to increase the strength of the structural column body 2.
[0024] Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art may still modify the technical solutions described in the aforementioned embodiments, or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection scope of the present invention.
Claims
1. An assembled building structural column, comprising a structural column body (2), characterized in that: Prefabricated wall panels (1) are arranged on both sides of the structural column body (2). The structural column body (2) comprises a plurality of longitudinal steel bars (3) and concrete (6), and steel bar hoops (4) are evenly sleeved thereon. Connecting rings (5) are evenly arranged between the longitudinal steel bars (3), and both ends of the connecting rings (5) extend to the steel bars extending from the prefabricated wall panels (1). Concrete (6) is poured between the prefabricated wall panels (1), and the concrete (6) wraps the longitudinal steel bars (3), the steel bar hoops (4), the connecting rings (5) and the steel bars extending from the prefabricated wall panels (1).
2. The assembled building structural column according to claim 1, characterized in that: The steel bar hoop (4) is fixedly connected to the longitudinal steel bar (3) by tying with iron wires, and the connecting ring (5) is fixedly connected to the longitudinal steel bar (3) and the steel bars extending from the assembled wall panel (1) by tying with iron wires.
3. The assembled building structural column according to claim 1, characterized in that: A reinforcement mechanism (7) is evenly and fixedly connected between the longitudinal steel bars (3) of the structural column body (2).
4. The assembled building structural column according to claim 3, characterized in that: The reinforcing mechanism (7) comprises a connecting plate (8), the outer wall of which is fixedly connected with a first connecting rod (9) and a second connecting rod (10) corresponding to the longitudinal steel bars (3), and the ends of the first connecting rod (9) and the second connecting rod (10) are fixedly welded to the corresponding longitudinal steel bars (3).
5. The assembled building structural column according to claim 4, characterized in that: The first connecting rod (9) and the second connecting rod (10) are steel bars, and the connecting plate (8) is a steel plate.